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中国沙漠 ›› 2004, Vol. 24 ›› Issue (2): 248-251.

• 实验技术 • 上一篇    下一篇

非均匀风沙起动规律研究

杨具瑞1,2, 方铎1, 毕慈芬3, 李桂芬4, 李文萍1, 刘兴年1   

  1. 1. 四川大学 高速水力学国家重点实验室, 四川 成都 610065;
    2. 甘肃农业大学 水利系, 甘肃 兰州 730070;
    3. 黄河上中游管理局, 陕西 西安 710043;
    4. 中国水利水电科学研究院, 北京 100085
  • 收稿日期:2002-09-16 修回日期:2002-11-08 出版日期:2004-04-20 发布日期:2004-04-20
  • 作者简介:杨具瑞(1964-),男(汉族),甘肃会宁人,博士,副教授,主要从事水土保持和水利工程研究。
  • 基金资助:
    长江三峡工程泥沙问题"九五"项目(95-5-4); 黄河上中游管理局项目(96-DD-019)

Initiation Thresholds of Non-uniform Blown Sand

YANG Ju-rui1,2, FANG Duo1, BI Ci-fen3, LI Gui-fen4, LI Wen-ping1, LIU Xing-nian1   

  1. 1. State Key Hydraulics Laboratory of High Speed Flows, Sichuan University, Chengdu 610065, China;
    2. Water Conservancy College, Gansu Agriculture University, Lanzhou 730070, China;
    3. Upper and Middle Reaches Management Bureau of Yellow River, Xi'an 710043, China;
    4. China Institute of Water Resources and Hydropower Research, Beijing 100085, China
  • Received:2002-09-16 Revised:2002-11-08 Online:2004-04-20 Published:2004-04-20

摘要: 文章将非均匀沙水流起动研究方法中采用的暴露度的概念引入到天然风沙起动的研究中, 对暴露度的统计规律进行了分析。利用风沙颗粒起动时力矩平衡的条件, 建立了天然风沙起动公式, 用风洞试验资料进行了验证。计算结果表明, 在非均匀沙起动粒径与平均粒径相当的条件下, 混合沙的起动风速较小的结论, 与实际情况相符。说明在天然风沙起动研究中采用暴露度来反映风沙不均匀性对起动的影响是合理的。

关键词: 天然风沙, 起动风速, 暴露度, 风洞试验

Abstract: The exposure degree conception used in research on water flow with non-uniform sands was applied for the blown sand jump-start study, and the exposure degree was analyzed by a statistical method. A formula used to compute the threshold wind velocity of non-uniform sediments was established, and it was tested by the wind tunnel experiment data. The results showed that the threshold wind velocity of non-uniform sediments was smaller than that of uniform sediments when their average diameters were similar. So, it is necessary to further study the method of using the average diameter to calculate the threshold wind velocity in formula of non-uniform sediments.

Key words: non-uniform wind sediments, threshold velocity exposure degree, wind tunnel experiment

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